Attachment I - Addendum.pdf

PDF 11 MB Posted

Attached to
Z2DA--Expand Emergency Department 539-20-102
Solicitation number
36C25021B0075
Issued by

About this file

This document outlines a federal solicitation for construction services. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10 is seeking a contractor to expand an existing approximately 6,500 square foot emergency department and adjacent office space at the Cincinnati VA Medical Center by an additional approximately 2,200 square feet. Work includes general construction, mechanical, electrical and may involve hazardous material abatement. Modifications will be made to the existing ventilation system to allow for full operation on 100% outdoor air in an emergency pandemic situation. The solicitation number is 36C25021B0075 and is set aside for Service-Disabled Veteran Owned Small Businesses. The estimated value is between $5,000,000 to $10,000,000. The invitation for bids is to be posted on or around June 24, 2021 with bids due within 30-45 days. The selected contractor must complete all work within 740 days of receiving the notice to proceed. Plans and specifications will be available to download with the invitation for bids. No fee will be charged for solicitation documents.

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Other files

File Type Posted
36C25021B0075 0001.pdf PDF
Attachment II - Q and A.pdf PDF
Attachment I - Drawings.pdf PDF
Attachment V - RFI Attachment.pdf PDF
Attachment IV - EMR Attachment .pdf PDF
36C25021B0075_1.docx DOCX document
Attachment II - Specs.pdf PDF
Attachment VI - Justification and Approvals (8).pdf PDF
Attachment III - DBA WD.pdf PDF

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Text version

07/27/2021

Luke Turner

General Information:

1. No Comment

Drawing Sheets:

2. Sheet A101: Sheet Reissued. Revisions include:

a. Headwall types and locations called out.

3. Sheet A102: Sheet Reissued. Revisions include:

a. Headwall types and locations called out.

4. Sheet A103: Sheet Reissued. Revisions include:

a. Headwall types and locations called out.

5. Sheet A404: Sheet Reissued. Revisions include:

a. Headwall types and locations called out.

6. Sheet A405: Sheet Reissued. Revisions include:

a. Headwall types and locations called out.

7. Sheet A511: Sheet Reissued. Revisions include:

a. Hinge type for PPE cabinets revised.

8. Sheets S001, S102, S103, S104, S105, S301 are replaced in their entirety by the revised sheets attached.

9. Sheet M001: Revisions include:

a. Add the following ISOLATION ROOM EXHAUST SYSTEM SEQUENCE OF

CONSTRUCTION:

i. INSTALL NEW FANS AND DUCTWORK ON ROOF.

ii. INSTALL NEW AIR FLOW CONTROL VALVES EAV-2 THRU EAV-4 AND EAV-7

THRU EAV-13.

iii. REMOVE EXISTING FANS FOR 2ND FLOOR ISOLATION ROOMS AND TIE

DUCTS IN TO NEW SYSTEM.

iv. REMOVE ED WAITING EXHAUST FAN AND TIE THE DUCTWORK INTO NEW

SYSTEM.

v. REMOVE EXISTING FANS FOR 3RD FLOOR ISOLATION ROOMS AND TIE

DUCTS IN TO NEW SYSTEM.

vi. TIE NEW ISOLATION ROOMS INTO NEW SYSTEM PER PHASE.

10. Sheet MD001 & MH001: Revisions include:

a. Add the following General Note C:

i. C. NEW AHU-1 SHALL BE INSTALLED, TESTED AND FULLY FUNCTIONAL

PRIOR TO ANY REMOVALS WORK FROM EXISTING AHU4 TAKING PLACE.

SWITCHOVER TIME SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND SHALL

BE COORDINATED WITH THE VA WELL IN ADVANCE.

11. Sheet MP001: Sheet Reissued. Revisions include:

a. Revised CHS & CHR pipe sizes to 2” (from 1.5”).

12. Sheet MD101: Sheet Reissued. Revisions include:

a. Removed return duct and air device serving Signals Closet.

b. Added requirement to take air flow readings of existing air devices in AII Rooms.

13. Sheet MD201: Revisions include:

a. Add requirement to take air flow readings of existing air devices. Add the following sentence to plan note 2:

i. TAKE AIR FLOW READINGS PRIOR TO ANY WORK AND SUBMIT TO

ENGINEER.

14. Sheet MD301: Revisions include:

a. Add requirement to take air flow readings of existing air devices. Add the following sentence to plan note 2:

i. TAKE AIR FLOW READINGS PRIOR TO ANY WORK AND SUBMIT TO

ENGINEER.

15. Sheet MH101: Revisions include:

a. Add the following General Note C:

i. C. REFER TO PIPING SHEET FOR ROOM PRESSURE MONITORING

REQUIREMENTS.

b. Revise Note 11 as follows:

i. THERE IS AN ADDITIONAL 200 CFM BEING ADDED TO 1-EF3 UNDER THIS

PROJECT. NUMBERS ARE BASED ON A CURRENT CONSTRUCTION PROJECT

(539-18-101) THAT IS REPLACING THE FAN. FAN IS LOCATED ON THE NORTH

SIDE OF THE 10TH FLOOR PENTHOUSE. TAB FAN AS REQUIRED TO ATTAIN

DESIGN AIR FLOWS LISTED ON THIS SHEET. PRETAB REQUIRED ON DEMO

SHEET. ADDITIONAL TAB REQUIRED IN PHASE 4. APPROXIMATE FINAL AIR

FLOW FOR PHASE 1 IS 12,645 12,315 CFM PLUS DUCT LEAKAGE.

16. Sheet MH102: Sheet Reissued. Revisions include:

a. Revised size of CG3 air device in Triage A169.

b. Added the following General Note C:

i. C. REFER TO PIPING SHEET FOR ROOM PRESSURE MONITORING

REQUIREMENTS.

17. Sheet MH103: Revisions include:

a. Add the following General Note C:

i. C. REFER TO PIPING SHEET FOR ROOM PRESSURE MONITORING

REQUIREMENTS.

18. Sheet MH104: Sheet Reissued. Revisions include:

a. Revised size and location of CG3 air device in Triage A170.

b. Added requirement for TAB of 1-EF3 and associated air devices.

c. Added the following General Note C:

i. C. REFER TO PIPING SHEET FOR ROOM PRESSURE MONITORING

REQUIREMENTS.

19. Sheet MH301: Sheet Reissued. Revisions include:

a. Added requirement for weather hood and bird screen on relief duct.

20. Sheet MH402: Sheet Reissued. Revisions include:

a. Added Air Filter Schedule.

21. Sheet M401: Revisions include:

a. Revise CHS & CHR pipe sizes to 2” (from 1.5”).

22. Sheet M502: Sheet Reissued. Revisions include:

a. Revised PLUME EXHAUST FANS Detail.

b. Deleted VIBRATION ISOLATION BASES Detail and LINEAR SLOT DIFFUSER Detail.

23. Sheet M503: Revisions include:

a. Add the following note under the ‘UNIT TYPE’ table for Detail #3 ‘AIR HANDLING UNIT

DRAIN TRAP DETAIL’:

i. “WHERE X = STATIC PRESSURE IN PAN”.

24. Sheet M601: Sheet Reissued. Revisions include:

a. Revised SPLIT SYSTEM COOLING COILS Schedule.

b. Revised AIR DISTRIBUTION DEVICES Schedule.

c. Revised AHU-1 Cooling Coil pipe size to 2” (from 2.5”).

d. Added reference to Air Filter Schedule.

25. Sheet M701: Sheet Reissued. Revisions include:

a. Added Unoccupied Mode to Air Terminal Unit Control Sequence.

26. Sheet ED101: Sheet Reissued. Revisions include:

a. Revised type ‘P1’ luminaire to ‘F1’ at Work Station #3.

27. Sheet ED103: Sheet Reissued. Revisions include:

a. Removed several type ‘F1’ luminaires at Work Station #1.

b. Revised type ‘P1’ luminaires to ‘F1’ at Work Station #1.

28. Sheet EP102: Sheet Reissued. Revisions include:

a. Added circuit to new HEPA Fan Filter with associated plan note.

29. Sheet EP103: Sheet Reissued. Revisions include:

a. Show added HEPA Fan Filter circuit on panel schedule.

30. Sheet EP104: Sheet Reissued. Revisions include:

a. Added circuit to new HEPA Fan Filter with associated plan note.

Specifications:

31. Section 02 82 11 Asbestos Abatement: Section reissued.

a. 1.1.2./B Material location rooms revised

32. Section 08 71 00 Door Hardware: Section reissued.

a. Door hardware types 10 and 16 revised.

33. Section 23 09 23

a. Revise paragraph 1.1(A) to read as follows:

b. A complete new stand-alone direct digital control system shall be provided under this project to serve the new equipment and renovated areas of this project. The system shall be a

BACNet capable Direct Digital Control System utilizing electric actuation. All new controls shall be stand-alone Tridium Niagara 4 Framework. Any and all required IDs and passwords for access to any component or software program shall be provided to the owner. The owner shall determine which organizations to be named in the SI organization ID (“orgid”) of all software licenses. All Niagara 4 software licenses shall have the following NiCS:

“accept.station.in=*”; “accept.station.out=*”; “accept.wb.in=*”; “accept.wb.out=*”. All open

NIC statements shall follow Niagara Open NIC specifications. Owner shall be free to direct the modification of the “orgid” in any software license, regardless of supplier, by Tridium Inc.

Modifications to the existing Hospital Automated Logic Controls Building Automation System and/or Johnson Controls Metasys Building Automation System, including all graphics, trends, alarms, etc. will also be required for scope modifying existing equipment. All new graphics provided under this contract, for the existing controls systems, shall match existing graphics – obtain all required graphics files from COR. Provide 14 days notice in advance of requiring files.

c. Add paragraphs C, D & E to section 1.4 QUALITY ASSURANCE as follows:

i. C. All naming conventions shall be in compliance with proposed ASHRAE

Standard 223P.

ii. D. All graphics shall be rendered as N4 HTML 5 views. Any graphic page that depends on JAVA-based animated widgets, or in any way depends on any browser-side-applet shall not be acceptable.

iii. E. Provide Scalable Vector Graphic (SVG) format where possible.

34. Section 26 05 33: Requirements for Electrical Installation: Section reissued.

a. Revise paragraph 2.2 (c) to Setscrew couplings and connectors: Use set setscrews of case-hardened steel with hex head and cup point , to firmly seat in wall for positive grounding.

Sheets

File

255 SF

Decon Trailer

Exam

A158

Exam

A157

Exam

A155

Mental Health Exam

A154

Mental Health Exam

A153

Alcove

A151A

Work Station #3

A152

Passageway

C*1*21E

AII Exam

A161

Mental Health Toilet

A151

Exam

A159

POC

A156A

Exam

A156

TEMP

NUTRITION

ROOM

A158

Elec.

A160A

HAC

A160

Lockers

A162A

Tlt.

A158A

Stair 9

Soiled Utility

A147

TEMP MEDS

A146

OIT CLOSET

A147A

CLEAN

LINEN

A147C

Pub. Tlt.

A147B

Soil. Util.

A157

Meds

A158b

Nutrition

A157

/8

/8

/4

/8

/8

/8

/8

/8

/4

/8

/8

12' - 11 3/4"

7 1/4"

8' - 5"

7 1/4"

12' - 5 5/8"

/8

/8

/4

/8

/8

/8

/4

12'-11 25/32" 7 1/4" 8'-0" 7 1/4"

10'-1" 4 7/8"

/2

/8

/2

9'-11 1/2"

4 7/8"

T1.0

T1.0

S2.0S2.0

S2.0S2.0

S1.1

S1.1

S1.1

S2.0S2.0

S2.0S2.0

S1.1S1.1

S2.0S2.0

S2.0

S2.0S2.0

S2.0

S2.0S2.0

S2.0S2.0

S2.0S2.0

S1.1

S2.0

S2.0S2.0

S2.0S2.0

S2.0

S1.1-F

S1.0-F

S2.0S2.0

S2.0

S2.0

S1.1

S2.0

S2.0

S2.0S2.0

S1.0-SP

S1.0-SP

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0S2.0

S2.0

S2.0

S2.0

S1.1S1.1

S2.0

T1.0

T1.0 T1.0

S2.0

S2.0

S1.1

S2.0

S2.0S2.0

S2.0S2.0

S2.0S2.0S2.0

S1.1

S2.0

S2.0S2.0

S2.0

S2.0

/8

/8

/8

4 7/8"

6' - 8 1/2"

ALIGN

S1.0-SP

S1.0-SPS1.0-SP

8"

TEMP

CABLE

STORAGE

A162B

TEMP

NUTRITION

ROOM

A158

HAC

A160

Tlt.

A158A

Stair 9

OIT CLOSET

A147A

CLEAN

LINEN

A147C

Pub. Tlt.

A147B

Soil. Util.

A157

Meds

A158b

Decon Trailer

A147B

Nutrition

A157

2.18

2.06

2.18

2.06

2.18

2.06

2.18

2.19

2.04

2.06

2.06 2.06

2.18 2.18

2.06

2.18

2.06

2.18

2.06

2.18

2.06

2.18

2.06

2.18

2.06

2.18

2.04

2.06

2.08

2.04

2.06

2.04

2.06

2.08

2.16

2.06

2.18

Chief Office

A168

Chief Nurse Office

A167

Prog. Asst.

Nurse Manager

A166

Phys.

A165

Waiting

Phys.

A164

Phys.

A163

Phys.

A171

Phys.

A172

Phys.

A162

Stor.

A173

T1.0

11.18

2.04

2.06

9.48

2.31

T1.0

T1.0 T1.0

Tlt.

A155a

On Call

A155

F. Tlt.

A161

M. Tlt.

A174

ELECTRIC

A161A

2.06

2.04

2.35

2.22

2.28

2.15

2.372.15

2.16

2.38

2.15

2.38

2.16

2.18

2.15

2.47

T1.0

TEMP

STORAGE

LOGISTICS

A155a

2.06

2.04

2.06

2.04

2.06

2.04

M2.0

2.492.492.492.49

A401

C

Exam

A158

Exam

A157

Exam

A155

Mental Health Exam

A154

Mental Health Exam

A153

Alcove

A151A

Work Station #3

A152

Passageway

C*1*21E

AII Exam

A161

Mental Health Toilet

A151

Exam

A159

POC

A156A

Exam

A156

Elec.

A160A

HAC

A160

Lockers

A162A

Soiled Utility

A147

TEMP MEDS

A146

156A

C121E

A601

A406

C

162C

A601

Sim

A601

Sim

A1 A2 A1

A1

T1.0

10.41

8.14

8.158.15

EE

8.15

EE

6.20

6.20

T1.0

CLEAN

LINEN

A147C

162A

154 153

27.02

27.03

A408

9.52

9.52

7.05

3.10

27.04

6.206.20

6.20

6.20

6.20

6.20

7.07

7.07

C*1*21D

OIT CLOSET

A147A

A147A

TEMP

CABLE

STORAGE

A162B

3.18

23.14

23.15

27.01

10.15

10.15

10.10

10.10

10.10

10.10

10.10

10.10

4'-0"

1'-11"

A158

A157

A155

A154 A153

A151A

A152

C*1*21E

A161

A151

A156A

A156

A160A

A160

A162A

A147

A146

7'-6"

7'-6"

ACT-1

P-1

P-6

ACT-1

P-3

AWC-1

ACT-2

ACT-2

ACT-1

P-6 P-6

ACT-1

ACT-1

ACT-1

ACT-1

P-6

ACT-1

ACT-1

9'-0"9'-0"

9'-0"

9'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

9'-0"

9'-0"

9'-0"

8'-0"9'-0"

8'-0"

8'-0"

A159

1'-0"

11.19 Typ.

11.19 Typ.

P-1

7'-11"

2.42

A511

A511

10.24

10.24

10.24

10.24

10.24

10.24

8.37 8.37

8.37

9.74

A147C

A147A

8'-0"

ACT-1

8'-0"

ACT-1

P-1P-1

7'-6"7'-6"

C*1*21D

8'-0"

Typ.

Typ.

P-1

A511

26.0526.0526.05

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

Temporary Wall- Installed prior to construction and removed after construction completed.

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille

2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Decorative recessed fixture

Access panel

Recessed linear light fixture

2' x 2' light fixture

Acoustical wood plank ceiling

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A C H

TI

E

CT

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:2

:2

A

M

EXPAND EMERGENCY

DEPARTMENT

05/03/21

NEW WORK PLANS- PHASE 1

A101 DesignerApprover

19016.00

539-20-102

Cincinnati, OH

JUSTIN BEAUDOIN

100% CONSTRUCTION

DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

N Scale: 1/8" = 1'-0"

PHASE 1 - FIRST FLOOR DIMENSION PLAN

N

Scale: 1/8" = 1'-0"

PHASE 1 - DEMOLITION PLAN

N Scale: 1/8" = 1'-0"

PHASE 1 - NOTE PLAN

N

Scale: 1/8" = 1'-0"

PHASE 1 - REFLECTED CEILING PLAN

N N.T.S.Scale:

KEY PLAN

GENERAL NOTES

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

KEYNOTES

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

C. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.

D. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops are removed.

E. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.

F. Remove existing corner guards in areas to be remodeled.

G. Protect existing structure, adjacent windows, doors and other building elements during demolition.

H. Prepare existing floor surface throughout the entire area of demolition and construction for new covering. Pour cementitious topping to fill voids, feather all edges to match adjacent floor elevations and correct low areas to remain. Review and coordinate new floor drain locations and any floor slopes prior to slab prep.

I. Sprinklers and water supply to be maintained throughout. See MEP Drawings.

A. All wood blocking shall be fire retardant.

B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Architect

C. See Electrical Drawings for lighting specifications.

D. Vertical faces of soffits and bulkheads to receive same finish as horizontal plane identified on RCP.

E. Soffits in patient rooms to be 8'-0" A.F.F. and painted P-1.

GENERAL DEMO NOTES

GENERAL RCP NOTES

Revisions Date

3 ADDENDUM #1 07/27/21

1 BID SET 05/03/21

3.10 Infill existing slab depression as required to provide level substrate for new finishes.

3.18 Concrete in indicated area must be level and within 1/8" to accommodate nurse station. Stainless steel base will need to run flush along level surface.

6.20 PPE Cabinet. See Details sheet A511.

7.05 7" 3HR rated floor expansion joint assembly.

7.07 Wall expansion joint.

8.14 New frosted insulated glazing IL #1 in existing window frame

8.15 Black out film laminated to the interior face of existing glazing.

8.37 Behavioral Health access panel.

9.48 Infill existing recessed slab as required to provide an

appropriate substrate for new scheduled finish.

9.52 Gypsum control joint

9.74 Adjust existing ceiling as required for new construction

10.10 Typical headwall. See MEP for utility connections.

10.15 Mental Health headwall with roll down security enclosure.

10.24 Cubical curtain track.

10.41 Semi-recessed fire extinguisher cabinet.

11.18 Remove existing patient lift.

11.19 Patient lift.

23.14 Analog pressure monitor. See mechanical drawings.

23.15 Digital pressure monitor. See mechanical drawings.

26.05 New lights installed in existing grid. See electrical.

27.01 Card reader. See Technology drawings.

27.02 Hand Actuator. See Technology Drawings.

27.03 Card Reader and Intercom Camera. See Technology Drawings

27.04 Card reader to be installed in phase 1 and removed and

reused during phase 3.

2.04 Remove existing VCT flooring and rubber base. Prepare

subfloor for new scheduled finish this area.

2.06 Remove existing acoustic ceiling tile, grid, lights and all ceiling mounted accessories this area.

2.08 Remove ceramic wall tile and associated gypsum board.

2.15 Remove existing gypsum board ceiling.

2.16 Remove existing ceramic floor, base, and setting material.

Prepare subfloor for new scheduled finish.

2.18 Remove existing carpet flooring and rubber base. Prepare subfloor for new scheduled finish and base this area.

2.19 Remove existing cross corridor door and wall.

2.22 Remove porcelain floor tile and base.

2.28 Remove existing wall tile. Patch wall and prep wall for new finishes.

2.31 Remove existing 12"+/- masonry with brick wall full height to bottom of structure. Remove brick to nearest shelf angle.

2.35 Remove existing wall mounted handrail.

2.37 Existing soiled utility access door to remain.

2.38 Remove existing toilet partitions.

2.42 Existing suspended ceiling tile and grid to remain until future phase.

2.47 Remove existing shower base. Prepare subfloor for new

schedule finish and base in this area.

2.49 Remove existing 4" CMU walls in this area. Grind floor slab smooth as required to recieve new finish.

EXAM

A168EXAM

A166

EXAM

A165

Bariatric AII Exam

A164

TRIAGE

A169

WORK

STATION #2

A171

PASSAGEWAY

C*1*21C

AII EXAM

A167

PASSAGEWAY

C*1*21B

Alcove

A164AORTHO

STORAGE

A164B

TEMP

STORAGE

LOGISTICS

A151

Tlt.

A158A

TEMP

NUTRITION

ROOM

A162C

BARIATRIC

PATIENT

TOILET

A163

17' - 10" 4 7/8" 10' - 3"

4 7/8"

9' - 9 3/8"

4 7/8"

10' - 5"

4 7/8"

10' - 1"

/4

/8

/8

/8

/2

/8

/2

/8

/4

8'-4 5/16"

4 7/8"

9'-5"

4 1/4" 8' - 0"

4 7/8"

5' - 2" 4 7/8"

20' - 11 3/8" 4 7/8"

8' - 0"

7 1/4"

11' - 0"

/8

/8

/4

/4

T1.0

T1.0

T1.0

S2.0S2.0

S2.0

S2.0S2.0S2.0

S2.0S2.0

S2.0S2.0

S2.0S2.0S2.0S2.0

S1.1

S2.0

S2.0S2.0

S1.0-SP

S1.0-SP

S1.0-SP

S1.0-SP

S1.1

S2.0 S2.0

S2.0 S2.0

S2.0S2.0

S1.1

T1.0 S1.1

T1.0 T1.0

S1.1

S1.0-SP

S2.0S2.0

S2.0

S1.1

S2.0

S1.1

TEMP

CABLE

STORAGE

A162B

T1.0

T1.0

11.9-S

EXAM

A168

EXAM

A166

EXAM

A165

Bariatric AII Exam

A164

TRIAGE

A169

WORK

STATION #2

A171

PASSAGEWAY

C*1*21C

AII EXAM

A167

PASSAGEWAY

C*1*21B

Alcove

A164A

ORTHO

STORAGE

A164B

BARIATRIC

PATIENT

TOILET

A163

165 166

164B

C121A

A406

B

10.41

8.09

27.03

27.02

27.01

6.20

6.20

Typ.

T1.0

T1.0

T1.0

T1.0

9.49

27.02

A408

C121B

A408

9.52

7.06

7.06

6.20

6.20

6.20

T1.0

9.49

23.14 23.15

23.14

23.15

TEMP

NUTRITION

ROOM

A162C

TEMP

CABLE

STORAGE

A162B

3.18

5.18

11.9-S

DD

10.17

10.10 10.10 10.10 10.10

10.10

/2

1'-0"

1'-0"

/2

1'-0"

1'-0"

5'-0" 5'-0"

A168A166A165

A164

A169

A171

C*1*21C

A167

C*1*21B

A164AA164B

A163

7'-6"

P-6

P-3

AWC-1

7'-11" 7'-11"

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

P-69'-0"

8'-0" 8'-0" P-6

P-1

7'-11"

8'-10" 9'-0" 8'-6"

9'-0"

8'-0"

8'-0"

ACT-1

8'-0" 8'-0"

8'-0"

ACT-1

C*1*21A

8'-0"

ACT-1

11.19 Typ.

11.20

A511

A511

A511

10.24

10.24 10.2410.24

10.24

10.24

P-6

8'-0"

Typ.

Typ.

P-1

P-1 P-1

9.52

9.52

TEMP

STORAGE

LOGISTICS

A151

TEMP

NUTRITION

ROOM

A162C

2.12

2.04

2.06

2.04

2.06

2.04

2.06

2.02

2.02

2.04

2.06

2.12

2.20

2.04

2.06

2.12

2.20

2.16

2.08

2.04

2.06

2.12

2.20

2.04

2.04

2.06

2.06

2.04

2.06

2.302.012.01

2.06

2.06

2.04

2.08 2.02

2.12

2.16

2.02

2.04

2.06

2.04

2.06

Triage

C120

Heart Exam

A150

Restroom

A149a

Heart Exam

A148

Squad Stor.

A150aPCMM Coordinator

A146a

Quality Manager

Meds.

A158b

Nutrition

A136a

Heart Exam

A149

Soiled Utility

A157

2.06

2.12

2.12

T1.0

T1.0

T1.0T1.0

2.412.41

11.9-S

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

Temporary Wall- Installed prior to construction and removed after construction completed.

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille

2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Decorative recessed fixture

Access panel

Recessed linear light fixture

2' x 2' light fixture

Acoustical wood plank ceiling

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A C H

TI

E

CT

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:2

:3

A

M

EXPAND EMERGENCY

DEPARTMENT

05/03/21

NEW WORK PLANS- PHASE 2

A102 DesignerApprover

19016.00

539-20-102

Cincinnati, OH

JUSTIN BEAUDOIN

100% CONSTRUCTION

DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

N Scale: 1/8" = 1'-0"

PHASE 2 - FIRST FLOOR DIMENSION PLAN

N Scale: 1/8" = 1'-0"

PHASE 2 - NOTE PLAN

N

Scale: 1/8" = 1'-0"

PHASE 2 - REFLECTED CEILING PLAN

N Scale: 1/8" = 1'-0"

PHASE 2 - DEMOLITION PLAN

N

N.T.S.Scale:

KEY PLAN

KEYNOTES

GENERAL NOTES

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

C. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.

D. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops are removed.

E. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.

F. Remove existing corner guards in areas to be remodeled.

G. Protect existing structure, adjacent windows, doors and other building elements during demolition.

H. Prepare existing floor surface throughout the entire area of demolition and construction for new covering. Pour cementitious topping to fill voids, feather all edges to match adjacent floor elevations and correct low areas to remain. Review and coordinate new floor drain locations and any floor slopes prior to slab prep.

I. Sprinklers and water supply to be maintained throughout. See MEP Drawings.

A. All wood blocking shall be fire retardant.

B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Architect

C. See Electrical Drawings for lighting specifications.

D. Vertical faces of soffits and bulkheads to receive same finish as horizontal plane identified on RCP.

E. Soffits in patient rooms to be 8'-0" A.F.F. and painted P-1.

GENERAL DEMO NOTES

GENERAL RCP NOTES

Revisions Date

3 ADDENDUM #1 07/27/21

1 BID SET 05/03/21

6.20 PPE Cabinet. See Details sheet A511.

7.06 3" 3HR rated floor expansion joint assembly.

8.09 Install opening for future ICU sliding door.

9.49 Construct room to limit the passage of air. Ensure that gypsum wall board is fitted tight and sealed to deck above and floor slab providing a continuous barrier. Seal drywall construction at perimeter and corners. Seal all penetrations created by Architectural and MEPFS items including, but not limited to, ducts, wall outlets, conduit, and pipes.

9.52 Gypsum control joint

10.10 Typical headwall. See MEP for utility connections.

10.17 Bariatric headlwall.

10.24 Cubical curtain track.

10.41 Semi-recessed fire extinguisher cabinet.

11.19 Patient lift.

11.20 Bariatric Patient Lift.

23.14 Analog pressure monitor. See mechanical drawings.

23.15 Digital pressure monitor. See mechanical drawings.

27.01 Card reader. See Technology drawings.

27.02 Hand Actuator. See Technology Drawings.

27.03 Card Reader and Intercom Camera. See Technology Drawings

2.01 Remove existing window sill.

2.02 Remove existing base cabinets, wall cabinets and countertop

2.04 Remove existing VCT flooring and rubber base. Prepare

subfloor for new scheduled finish this area.

2.06 Remove existing acoustic ceiling tile, grid, lights and all ceiling mounted accessories this area.

2.08 Remove ceramic wall tile and associated gypsum board.

2.12 Remove all existing wall mounted equipment, accessories, corner gaurds, handrails, bumper guards, etc.

2.16 Remove existing ceramic floor, base, and setting material.

Prepare subfloor for new scheduled finish.

2.20 Remove existing patient lifts and supports.

2.30 Remove existing fire extinguisher cabinet. Patch wall as required.

2.41 Remove existing expansion joint. Prepare for new expansion joint system.

3.18 Concrete in indicated area must be level and within 1/8" to accommodate nurse station. Stainless steel base will need to run flush along level surface.

5.18 Swing down grab bar support.

JT

Resuscitation

A172

CLEAN

LINEN

A145

TEMP MEDS

A146

Patient Toilet

A174B

AII Exam

A174

Ante Room

A174A

Procedure

A173

STORAGE

LOGISTICS

A150

MEDS

A148

PASSAGEWAY

C*1*21

SIGNALS

147A

SOILED

UTILITY

A147

CORRIDOR

C*1*21D

TEMPORARY

STORAGE

LOGISTICS

A170

WOW &

EQUIPMENT

A171A

WORK

STATION #1

A171B

NUTRITION

A149

WORK

STATION #2

A171

PASSAGEWAY

C*1*21C

PASSAGEWAY

C*1*21A

5'-9"

4 7/8"

6'-8 1/2"

14'-7" 7 1/4" 12'-4" 2'-0" 17'-2"

/4

/2

8'-8 3/8"

7 1/4"

8'-0 3/8"

1'-3 1/4"

8'-11"

/4

/4

/8

/4

18' - 2 1/4" 4 7/8" 12' - 6 7/8"

4 7/8"

5' - 2" 6' - 2" 15' - 2 1/4" 4 7/8" 8' - 7 1/4"

" 4

/8

/8

/8

/2

/2

/1

/8

/1

/8

S2.0

S2.0

S1.1

S1.1

S2.0

S1.1S1.1

S1.1

S2.0

S2.0

S1.1

S1.1

S2.0S2.0

S1.0-F

S2.0S2.0

S2.0S2.0S2.0

S2.0S2.0

S2.0

S2.0

S1.0-SP

S1.0-SP

T1.0 T1.0

T1.0

S1.0-SPS1.0-SP

S1.0-SP

S1.0-F

S1.0-F

S2.0

S2.0

S2.0S2.0

S2.0

S1.0-F

T1.0

S3.0

T1.0

T1.0

T1.0

S2.0

PASSAGEWAY

C*1*21E

WORK

STATION #2

A171

PASSAGEWAY

C*1*21C

PASSAGEWAY

C*1*21A

TEMP MEDS

A146

SOILED

UTILITY

A147

2.04

2.06

2.04

2.06

2.12

2.04

2.06

2.12

2.20

2.06 2.06

2.04 2.04

2.12 2.12

2.20 2.20

2.11

2.02

2.02

2.06

2.08

2.04

2.06

2.12

2.20

2.04

2.06

2.12

2.20

2.04

2.12

2.06

2.20

2.04

2.06

2.12

2.20 2.02

2.02

2.04

2.15

2.01

2.01

2.20

2.04

2.06

2.04

2.15

2.12

2.16

2.24 2.04

2.06

2.12

2.20

2.21

STORAGE

LOGISTICS

A147d

Cl. Lin.

A147c

Sig.

Secl.

A137

Secl.

A152

Minor Surgery

A153

Chief Office

2.01

2.01

2.20

2.062.06

2.13

2.13

2.13

2.13

2.13 2.13 2.13

2.32

2.32

T1.0

T1.0

T1.0

T1.0

Pub. Tlt.

A147b

2.14

2.14

2.392.39

2.41

T1.0

T1.0

T1.0

T1.0

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

Temporary Wall- Installed prior to construction and removed after construction completed.

1'-0"

1'-0"

A172

A174B

A174

A174A

A173

A150

A148

C*1*21

A171A

A171B

A149

ACT-1

ACT-1

ACT-1

P-3P-3

7'-6"

7'-6"7'-6"

7'-11"

7'-11"

ACT-1

ACT-1

P-6

P-6

P-6

P-6

ACT-2

9'-0"

9'-0"

9'-0"

8'-0"8'-0"

8'-0"

8'-0"

8'-0"

AWC-1

AWC-1

P-3

P-3 P-3

8'-0"

7'-6"

8'-0"

C*1*21C

8'-0"

8'-0"

7'-6"

8'-0"

EQ EQ

E Q

E Q

EQ EQ

A511

A511

A511

A511

10.24

10.24

9.52

7'-6"

P-1

P-1

P-1

P-1

P-1

2' - 6"

26.04

11.19

A511

7' - 6" 5' - 0"

26.04

9.799.79

11.19

11.19

P-3

9.52

9.52

9.52

9.52

11.23

11.23

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille

2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Decorative recessed fixture

Access panel

Recessed linear light fixture

2' x 2' light fixture

Acoustical wood plank ceiling

A401

B

174A

A406

A

27.02

27.01

A601

STORAGE

LOGISTICS

A150

PASSAGEWAY

C*1*21

CLEAN

LINEN

A145

SIGNALS

147A

AII Exam

A174

Patient Toilet

A174B Ante Room

A174A

Procedure

A173

Resuscitation

A172

MEDS

A148

WOW &

EQUIPMENT

A171A

TEMPORARY

STORAGE

LOGISTICS

A170

WORK

STATION #1

A171B

PASSAGEWAY

C*1*21A

NUTRITION

A149

T1.0

T1.0

T1.0 6.20

2.32

2.32

BB

CC

T1.0

T1.0

9.49

9.49

9.49

174B

27.03

C121

A408

9.52

7.06

TEMP MEDS

A146

SOILED

UTILITY

A147

6.20

6.20

27.02

27.02

27.02

27.02

6.20

6.20

7.07

7.077.077.07 7.07

T1.0

7.06

A601

Sim

A601

Sim

3.18

7.07

5.18

DD

DD

23.14

23.15

23.14

23.15

27.01

10.18

10.10 10.10

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A C H

TI

E

CT

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:2

:4

A

M

EXPAND EMERGENCY

DEPARTMENT

05/03/21

NEW WORK PLANS- PHASE 3

A103

SOKR

19016.00

539-20-102

Cincinnati, OH

JUSTIN BEAUDOIN

100% CONSTRUCTION

DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

N Scale: 1/8" = 1'-0"

PHASE 3 - FIRST FLOOR DIMENSION PLAN

N

Scale: 1/8" = 1'-0"

PHASE 3 - DEMOLITION PLAN

N Scale: 1/8" = 1'-0"

PHASE 3 - REFLECTED CEILING PLAN

N

Scale: 1/8" = 1'-0"

PHASE 3 - NOTE PLAN

N Scale: 3/64" = 1'-0"

KEYPLAN

KEYNOTES

GENERAL NOTES

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

C. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.

D. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops are removed.

E. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.

F. Remove existing corner guards in areas to be remodeled.

G. Protect existing structure, adjacent windows, doors and other building elements during demolition.

H. Prepare existing floor surface throughout the entire area of demolition and construction for new covering. Pour cementitious topping to fill voids, feather all edges to match adjacent floor elevations and correct low areas to remain. Review and coordinate new floor drain locations and any floor slopes prior to slab prep.

I. Sprinklers and water supply to be maintained throughout. See MEP Drawings.

A. All wood blocking shall be fire retardant.

B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Architect

C. See Electrical Drawings for lighting specifications.

D. Vertical faces of soffits and bulkheads to receive same finish as horizontal plane identified on RCP.

E. Soffits in patient rooms to be 8'-0" A.F.F. and painted P-1.

GENERAL DEMO NOTES

GENERAL RCP NOTES

Revisions Date

3 ADDENDUM #1 07/27/21

1 BID SET 05/03/21

2.39 Remove existing half height wall protection. Patch and repair wall for future finishes.

2.41 Remove existing expansion joint. Prepare for new expansion joint system.

3.18 Concrete in indicated area must be level and within 1/8" to accommodate nurse station. Stainless steel base will need to run flush along level surface.

5.18 Swing down grab bar support.

6.20 PPE Cabinet. See Details sheet A511.

7.06 3" 3HR rated floor expansion joint assembly.

7.07 Wall expansion joint.

9.49 Construct room to limit the passage of air. Ensure that gypsum wall board is fitted tight and sealed to deck above and floor slab providing a continuous barrier. Seal drywall construction at perimeter and corners. Seal all penetrations created by Architectural and MEPFS items including, but not limited to, ducts, wall outlets, conduit, and pipes.

9.52 Gypsum control joint

9.79 Portion of ceiling grid and tiles installed at end of phase 3.

10.10 Typical headwall. See MEP for utility connections.

10.18 Rescusitation headwall.

10.24 Cubical curtain track.

11.19 Patient lift.

11.23 Provide stop in stationary rails to stop traveing rail from hitting light.

23.14 Analog pressure monitor. See mechanical drawings.

23.15 Digital pressure monitor. See mechanical drawings.

26.04 Procedure light. See MEP and structural for support.

27.01 Card reader. See Technology drawings.

27.02 Hand Actuator. See Technology Drawings.

27.03 Card Reader and Intercom Camera. See Technology Drawings

2.01 Remove existing window sill.

2.02 Remove existing base cabinets, wall cabinets and countertop

2.04 Remove existing VCT flooring and rubber base. Prepare

subfloor for new scheduled finish this area.

2.06 Remove existing acoustic ceiling tile, grid, lights and all ceiling mounted accessories this area.

2.08 Remove ceramic wall tile and associated gypsum board.

2.11 Remove existing nurse station casework.

2.12 Remove all existing wall mounted equipment, accessories, corner gaurds, handrails, bumper guards, etc.

2.13 Remove existing ceiling mounted curtains.

2.14 Remove existing gypsum board soffit and support framing.

2.15 Remove existing gypsum board ceiling.

2.16 Remove existing ceramic floor, base, and setting material.

Prepare subfloor for new scheduled finish.

2.20 Remove existing patient lifts and supports.

2.21 Mechanical chase, to remain.

2.24 Existing pneumatic tube system to be relocated as shown on new work plans. Owner shall continue to use station during construction. Contractor to maintain access as required during construction.

2.32 Existing window at higher elevation to remain.

VS-1

RWP-2

VS-1

P-5 P-1

P-1

VS-1

Soffit 6'-0"

S o ff it

2'-6" 1'-6"

Filler 2"

T4B8

PL-1

RB-1

RWP-2

P-1

P-1

VS-1

D

E

G

SS-2

RWP-2

VS-1

10.10

11.19

P-5P-5

RWP-2

VS-1

P-5

11.19

11.01

RWP-2

10.10

VS-1

RWP-2

P-1

CG-1

P-1

RWP-2

SS-2

VS-1

EQ EQ 2' - 6" 2' - 0"

2"

B8 B10 PL-1

RB-1

E

G

P-1

CG-1 P-1

RWP-2

VS-1VS-1

VS-1

RWP-2

P-1

E

G

P-1

CG-1

P-1

VS-1VS-1

9 59

P-1

VS-1

CL-1CL-1

6.206.20

P-1

VS-1

G

E

VS-1

P-1

P-1

RES-1RES-1

RWP-2 26

11.19

P-1

RWP-2

CG-1

P-1

CG-1

RES-1

10.18

A404

A

A404

A

E

G

Resuscitation

A172

A

A404

A

A404

E

G

Procedure

A173

A404

A

A404

A

Ante Room

A174A

AII Exam

A174

Patient Toilet

A174B

G

E

E G

A601

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A C H

TI

E

CT

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:2

:4

A

M

EXPAND EMERGENCY

DEPARTMENT

05/03/21

INTERIOR ELEVATIONS - PATIENT

ROOMS

A404 DesignerApprover

19016.00

539-20-102

Cincinnati, OH

JUSTIN BEAUDOIN

100% CONSTRUCTION

DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

KEYNOTES

EQUIPMENT SCHEDULE

Tag Description

1 BP - Blanketrol III

2 BS - Bladder Scanner

3 BW - Blanket Warmer

4 CS - Capper Station

5 DC - Document Center

6 DM - Dual Monitors

7 GD - Glove Dispenser

8 HS - Hand Sanitizer

9 ITC - Intubation Cart

10 LF - Labs Refrigerator

11 LNC - Line Cart (IV Cart)

12 MC - Medication Computer

13 MF - Medication Refrigerator

15 MWB - Medical Waste Bins

16 NF - Nutrition Refrigerator

17 OC - Oxygen Cart

18 OMC - OmniCell

19 PB - Par Bins 3' Sections

20 PEC - Portable Electrocardiogram

21 PS - Portable Scale

22 PAL - Portable Patient lift

23 PYX - Pyxis

24 RC - Respratory Machines

25 RF - Refrigerator

26 SC - Sharps Container

27 SW - Standing Wastebasket

28 TICU - Tele ICU Carts

29 TLA - Toilet Lift Assist

30 TV - TV (Entertainment)

31 US - UltraSound

33 WCC - Wound Care Cart

34 WOW - Workstation on Wheels (Large)

35 XRC - Portable X-Ray

36 WBP - Wristband Printer

37 LAP - Labs Printer

38 LP - Labels Printer

40 SP - Tele Strip Printer

41 TP - Tele Printer

42 BMSM - BMS Monitor

43 FES - Front Entrance Screen

44 FEP -Front Entrance Phone

45 NCM - Nurse Call Monitor

46 DS - Desktop Scanner

47 DAB - Doctor Assignment Board

48 DPR - Desktop Printer

49 TM - Tele Monitor

50 EMRB - Emergency Management Radio Bank

51 TBBC - Tele Box Battery Charger

52 TCPU - Tele CPU

53 TB - Trash Bin (Large)

54 RB - Red Bin (Waste)

55 LB - Linen Bag

56 TC - Trash Can

57 IM - Ice Machine

58 IS - Information Shredder

59 CC - Crash Cart

60 DC - Desktop Computer

61 LS - Large Screen Television

62 IRV - Rapid Infusion 24"D

63 STB - Staff Tackboard

64 SWB - Staff Whiteboard

65 TV - Telemonitor

X

X - #

Toilet Accessory

Material Finish

Keynote

Symbol Legend

# Equipment

Scale: 1/4" = 1'-0"

A173 - Procedure

9101112

Scale: 1/4" = 1'-0"

A172 - Resuscitation

C

B

Scale: 1/4" = 1'-0"

A174 - AII Exam Room

TOILET ACCESSORIES SCHEDULE

Mark Item Product # Manufacturer Provided/Installed

A Vertical Grab Bar, 18" L B-6806 X 18 Bobrick Contractor/Contractor

B Horizontal Grab Bar, 42" L B-6806 X 42 Bobrick Contractor/Contractor

C Horizontal Grab Bar, 36" L B-6806 X 36 Bobrick Contractor/Contractor

D Security Toilet Tissue Roll Holder KG23 Kingsway Group Inc Contractor/Contractor

E Paper Towel Dispenser -- -- Government/Contractor

F Mirror B-165 2436 Bobrick Contractor/Contractor

G Soap Dispenser -- -- Government/Contractor

H Sanitary Napkin Disposal B270 Bobrick Contractor/Contractor

I Toilet Tissue Dispenser -- -- Government/Contractor

J Robe Hook B-6717 Bobrick Contractor/Contractor

K Ligature Resistant Mirror KG231 Kingsway Group Inc Contractor/Contractor

L Anti-Ligature Horizontal Grab Bar, 36" L KG274 Kingsway Group Inc Contractor/Contractor

M Anti-Ligature Horizontal Grab Bar, 42" L KG276 Kingsway Group Inc Contractor/Contractor

N Anti-Ligature Vertical Grab Bar, 18" L KG270 Kingsway Group Inc Contractor/Contractor

O Mop & Broom Holder B-239x34 Bobrick Contractor/Contractor

P Anti-Ligature Hand Towel Dispenser KG02 Kingsway Group Inc Government/Contractor

Q Anti-Ligature Soap Dispenser KG07 Kingsway Group Inc Government/Contractor

S Anti-Ligature Coat Hook KG180 Kingsway Group Inc Government/Contractor

T Flip-Up Grab Bar B-4998 Bobrick Contractor/Contractor

A

Revisions Date

3 ADDENDUM #1 07/27/21

1 BID SET 05/03/21

6.20 PPE Cabinet. See Details sheet A511.

10.10 Typical headwall. See MEP for utility connections.

10.18 Rescusitation headwall.

11.01 Recessed, double tier, horizontal patient headwall.

11.19 Patient lift.

A405

A

A405

A

Alcove

A164A

ORTHO

STORAGE

A164B

Bariatric AII Exam

A164

E G

E

G

G

E

DD

P-1

VS-1

RWP-2

P-1P-1

RWP-2

VS-1VS-1

55 26

SS-2

PL-1

RB-1

CG-1

S o ff it

Filler 2" 1'-6"

T4

EQ EQ

C1

12.28

RWP-2

P-5

VS-1

CG-1

P-1

11.20

RWP-2

RWP-2

VS-1

10.17

P-1

VS-1

P-1 P-1

CG-1

RWP-2

VS-1

P-1

CG-1

PL-1

RWP-2

VS-1

P-1

P-1

SS-2

G

E

B8T4

1'-6" 2'-6"

S o ff it

Soffit 5'-7 3/4"

RWP-2

P-5

VS-1

11.19

RWP-2

10.10

1P-1

VS-1

A405

A

A405

A

Exam

A165

E

G J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A C H

TI

E

CT

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:2

:5

A

M

EXPAND EMERGENCY

DEPARTMENT

05/03/21

INTERIOR ELEVATIONS - PATIENT

ROOMS

A405 DesignerApprover

19016.00

539-20-102

Cincinnati, OH

JUSTIN BEAUDOIN

100% CONSTRUCTION

DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

17181920

13141516

KEYNOTES

EQUIPMENT SCHEDULE

Tag Description

1 BP - Blanketrol III

2 BS - Bladder Scanner

3 BW - Blanket Warmer

4 CS - Capper Station

5 DC - Document Center

6 DM - Dual Monitors

7 GD - Glove Dispenser

8 HS - Hand Sanitizer

9 ITC - Intubation Cart

10 LF - Labs Refrigerator

11 LNC - Line Cart (IV Cart)

12 MC - Medication Computer

13 MF - Medication Refrigerator

15 MWB - Medical Waste Bins

16 NF - Nutrition Refrigerator

17 OC - Oxygen Cart

18 OMC - OmniCell

19 PB - Par Bins 3' Sections

20 PEC - Portable Electrocardiogram

21 PS - Portable Scale

22 PAL - Portable Patient lift

23 PYX - Pyxis

24 RC - Respratory Machines

25 RF - Refrigerator

26 SC - Sharps Container

27 SW - Standing Wastebasket

28 TICU - Tele ICU Carts

29 TLA - Toilet Lift Assist

30 TV - TV (Entertainment)

31 US - UltraSound

33 WCC - Wound Care Cart

34 WOW - Workstation on Wheels (Large)

35 XRC - Portable X-Ray

36 WBP - Wristband Printer

37 LAP - Labs Printer

38 LP - Labels Printer

40 SP - Tele Strip Printer

41 TP - Tele Printer

42 BMSM - BMS Monitor

43 FES - Front Entrance Screen

44 FEP -Front Entrance Phone

45 NCM - Nurse Call Monitor

46 DS - Desktop Scanner

47 DAB - Doctor Assignment Board

48 DPR - Desktop Printer

49 TM - Tele Monitor

50 EMRB - Emergency Management Radio Bank

51 TBBC - Tele Box Battery Charger

52 TCPU - Tele CPU

53 TB - Trash Bin (Large)

54 RB - Red Bin (Waste)

55 LB - Linen Bag

56 TC - Trash Can

57 IM - Ice Machine

58 IS - Information Shredder

59 CC - Crash Cart

60 DC - Desktop Computer

61 LS - Large Screen Television

62 IRV - Rapid Infusion 24"D

63 STB - Staff Tackboard

64 SWB - Staff Whiteboard

65 TV - Telemonitor

X

X - #

Toilet Accessory

Material Finish

Keynote

Symbol Legend

# Equipment

Scale: 1/4" = 1'-0"

A164 - Bariatric AII Exam Room

Scale: 1/4" = 1'-0"

A165 - Exam

D

TOILET ACCESSORIES SCHEDULE

Mark Item Product # Manufacturer Provided/Installed

A Vertical Grab Bar, 18" L B-6806 X 18 Bobrick Contractor/Contractor

B Horizontal Grab Bar, 42" L B-6806 X 42 Bobrick Contractor/Contractor

C Horizontal Grab Bar, 36" L B-6806 X 36 Bobrick Contractor/Contractor

D Security Toilet Tissue Roll Holder KG23 Kingsway Group Inc Contractor/Contractor

E Paper Towel Dispenser -- -- Government/Contractor

F Mirror B-165 2436 Bobrick Contractor/Contractor

G Soap Dispenser -- -- Government/Contractor

H Sanitary Napkin Disposal B270 Bobrick Contractor/Contractor

I Toilet Tissue Dispenser -- -- Government/Contractor

J Robe Hook B-6717 Bobrick Contractor/Contractor

K Ligature Resistant Mirror KG231 Kingsway Group Inc Contractor/Contractor

L Anti-Ligature Horizontal Grab Bar, 36" L KG274 Kingsway Group Inc Contractor/Contractor

M Anti-Ligature Horizontal Grab Bar, 42" L KG276 Kingsway Group Inc Contractor/Contractor

N Anti-Ligature Vertical Grab Bar, 18" L KG270 Kingsway Group Inc Contractor/Contractor

O Mop & Broom Holder B-239x34 Bobrick Contractor/Contractor

P Anti-Ligature Hand Towel Dispenser KG02 Kingsway Group Inc Government/Contractor

Q Anti-Ligature Soap Dispenser KG07 Kingsway Group Inc Government/Contractor

S Anti-Ligature Coat Hook KG180 Kingsway Group Inc Government/Contractor

T Flip-Up Grab Bar B-4998 Bobrick Contractor/Contractor

Revisions Date

1 BID SET 05/03/21

10.10 Typical headwall. See MEP for utility connections.

10.17 Bariatric headlwall.

11.19 Patient lift.

11.20 Bariatric Patient Lift.

12.28 In-wall recessed countertop support bracket.

B a s e

3/4" 1' - 0 1/2" 3/4"

12.37

12.07

/4

/2

" 1 /2

/2

/2

/2

/2

/2

/2

/2

/2

12.37

12.07

12.37

CEILING PLANE

12.12

12.12

12.08

Shelf Layout

12.12

12.15

6.30

A511

A511

/4

/2

Gloves

Dissinfectant Wipes

N-95 Masks

Gowns

Misc.

Procedure Masks

Gloves

Gloves

Elevation with Door

1' - 0 1/2"

/8

/8

/2

12.07

6.41

6.30 6.30

6.36

/4

/4

/4

/2

12.15

12.06

3/4"

1'-0 1/2"

3/4"

1/2"1/2"

12.12 3

R u b b e r

B a s e

U p t o C e ili n g P la n e

12.37

12.07

6"

5/8"

3/8"

5/8"

5 3/8"

5/8" Face Frame

3/4"

1/2"

/4

"1

/2

"1

/2

/2

/2

/2

/2

/2

/2

/2

/2

9.14

9.60

12.37

12.07

12.07

12.08

12.10

CEILING PLANE

1 1/4"

12.37

12.15

ALIGN FACES

12.13

6.03

6.03

/2

/4

FLOOR

Face Frame

9.65

9.65

12.39

6.38

12.38

5.17

AWC-1

8'-0" A.F.F.

Gypsum (P-3)

7'-6" A.F.F.

4 7/8"

12.39

9.659.659.65

5.17

9.41

ACT-1

8'-0" A.F.F.

Gypsum (P-1)

7'-11" A.F.F.1 /8

6.42 6.38

6.40 9.70

26.02

26.03

12.40 6.38

6.40

9.70

23.16

/8

6" 2' - 2" 11 7/8" 4 1/4"

/2

/8

ACT- 1

8'-0" A.F.F.

9.21

9.02

9.78

9.21

9.02

11.22

9.21

9.02

AWC-1

8'-0" A.F.F.

9.21

6.37

9.21

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A C H

TI

E

CT

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:2

:5

A

M

EXPAND EMERGENCY

DEPARTMENT

05/03/21

MISCELLANEOUS DETAILS

A511 DesignerApprover

19016.00

539-20-102

Cincinnati, OH

JUSTIN BEAUDOIN

100% CONSTRUCTION

DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

Scale: 1 1/2" = 1'-0"1 PPE Cabinet - Elevations

Scale: 1 1/2" = 1'-0"2 PPE Cabinet - Plan Detail

Scale: 1 1/2" = 1'-0"3 PPE Cabinet - Section Detail

GENERAL CASEWORK NOTES

A. See Interior Elevations for further information.

KEYNOTES

5.17 Angled metal framing to structure above.

6.03 2" x wood blocking.

6.30 3/4" plywood face frame with PL-4 finish.

6.36 1/4" plywood slide-in backer with PL-4 finish.

6.37 Wood blocking.

6.38 6" (5.88") mdf veneer plank.

6.40 Fire treated wood blocking.

6.41 Magnetic catch. Set recessed into door panel.

6.42 Blocking to be painted matte black and match elevation of AWC spline.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.14 Welded sheet vinyl. See Finish Legend.

9.21 5/8" Type X gypsum board.

9.41 Suspended acoustic ceiling tile/grid. See Finish Legend.

9.60 Resilient base. See Finish Legend.

9.65 5/8" gypsum board.

9.70 Ceiling support grid.

9.78 Non structural metal kicker @ 16" O.C.

11.22 Soffit mounted monitor and mounting bracket by owner.

Contractor to provide blocking and support.

12.06 1/2" compact laminate (CL-1) door with knife-edge on right and left edges. Top and bottom of door panel maintains straight-edge.

12.07 Fixed shelf. Plastic Laminate (PL-4) over 1/2" plywood.

12.08 1/2" compact laminate (CL-1) door installed with four (4) European hinges.

12.10 1" compact laminate (CL-1) panel. Only installed with Type P1.

12.12 Plastic laminate (PL-4) over 3/4" plywood.

12.13 Plastic laminate (PL-4) over 1/4" plywood.

12.15 Continuous hinges.

12.37 Adjustable shelf. Plastic Laminate (PL-4) over 1/2" plywood.

12.38 Acoustic wood ceiling spline.

12.39 Suspension wire.

12.40 Acoustic wood ceiling spline as required for exact diffuser width.

23.16 HVAC diffuser.

26.02 Light fixture housing.

26.03 Acrylic light fixture lens. Top edge of lens is 1/8" above ceiling surface.

Scale: 1 1/2" = 1'-0"4 Ceiling Detail

Scale: 1 1/2" = 1'-0"5 Bulkhead Detail

Scale: 3" = 1'-0"6 AWC Coordination With Light Fixture

Scale: 3" = 1'-0"7 AWC Coordination With HVAC

Scale: 3/4" = 1'-0"8 Soffit Monitor Detail

Revisions Date

3 ADDENDUM #1 07/27/21

1 BID SET 05/03/21

C BEAMLC BEAML

UNISTRUT AND BEAM CLAMP BY LIFT

MANUFACTURER.

EXISTING WF BEAM.

EXISTING FIREPROOFING.

REMOVE AS REQUIRED AND

RESTORE AFTER

INSTALLATION OF UNISTRUT,

REFER TO SPECIFICATION.

UNISTRUT AND BEAM CLAMP BY LIFT

MANUFACTURER.

EXISTING WF BEAM.

EXISTING FIREPROOFING.

REMOVE AS REQUIRED AND

RESTORE AFTER

INSTALLATION OF UNISTRUT,

REFER TO SPECIFICATION.

ANGLE TOP AND BOTTOM BY

LIFT MANUFACTURER.

UNISTRUT COLUMN INSERTS

AND TRACK BY LIFT

MANUFACTURER.

3 SIDES

STIFFENER TO

ANGLE, TYP.

7"

HSS SUPPORT BEAM BY

CONTRACTOR.

ANGLE WITH (2) STIFFENERS, TYP BY

CONTRACTOR.

UNISTRUT RAIL AND HANGER BY

CONTRACTOR.

C BEAML

EXISTING WF BEAM.

UNISTRUT AND BEAM

CLAMP BY LIFT

MANUFACTURER.

UNISTRUT PER LIFT

MANUFACTURERS DRAWINGS.

HANGER DESIGN BY LIFT

MANUFACTURER. CENTER

CONNECTION UNDER EXISTING BEAM.

EXISTING FIREPROOFING.

REMOVE AS REQUIRED AND

RESTORE AFTER INSTALLATION

OF UNISTRUT, REFER TO

SPECIFICATIONS.

1/4 1/4

HSS SUPPORT BEAMS BY

CONTRACTOR.

SCHEMATIC PROCEDURE LIGHT SUPPORT

T/SLAB

PROCEDURE LIGHT MOUNTING HEIGHT

REFER TO EQUIPMENT MANUFACTURER

AND ARCHITECTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

PROCEDURE LIGHT MOUNTING HEIGHT

REFER TO EQUIPMENT MANUFACTURER

AND ARCHITECTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

SCHEMATIC SUPPORT SECTIONS

LIGHT MANUFACTURERS

MOUNTING PLATE.

LIGHT MANUFACTURERS

MOUNTING PLATE.

/2"

1/4REQ. PRIOR TO WELDING.

1/2" RTN E.E., TYP.

PREP SURFACE AS ELEV.

T/EX SLAB

ELEV. VIEW

THREADED ROD BY LIFT

MANUFACTURER OR INSTALLER.

DOUBLE NUT EACH END.

STRUT BY LIFT MANUFACTURER

OR INSTALLER

EXISTING WF BEAM ENCASED IN

CONCRETE FIREPROOFING

CHIP CONCRETE TO EXPOSE BOT.

FLANGE. APPLY NEW

FIREPROOFING AS REQ. BY ARCH.

5/16" THICK BENT PLATE x 3"

WIDE WITH HOLE FOR

THREADED ROD CENTERED.

NOTE: SEE PLAN FOR APPROXIMATE

LOCATIONS. VERIFY EXACT LOCATIONS

WITH LIFT MANUFACTURER AND ARCH

PRIOR TO

INSTALLATION.

CONCRETE ENCASED BEAM

/2"

3" 1"

3"

1 1/2"

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

7/

/2

8:

:3

AM

EXPAND EMERGENCY

DEPARTMENT

01/27/2021

GENERAL NOTES

S001

JTBFJE

19018.00 539-20-102

Cincinnati, Ohio

100% CONSTRUCTION

DOCUMENTS

GENERAL STRUCTURAL NOTES:

A. CODES AND SPECIFICATIONS

1. 2018 INTERNATIONAL BUILDING CODE.

2. ASCE/SEI 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

3. ANSI/AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AS MODIFIED BY THE

CONSTRUCTION DOCUMENTS.

4. ANSI/AWS D1.1, STRUCTURAL WELDING CODE – STEEL.

5. ADDITIONAL TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL.

B. DESIGN LOADS

1. FLOOR LOAD:

TYPICAL EXISTING FLOOR LIVE LOAD: 100 PSF, 2000 LBS CONCENTRATED

EXISTING CEILING AND MECHANICAL ALLOWANCE

ABOVE TYPICAL FLOOR AREAS: 10 PSF

2. ROOF LOAD:

ROOF LIVE LOAD, MINIMUM: 20 PSF - (NR)

CEILING AND MECHANICAL ALLOWANCE

ABOVE TYPICAL FLOOR AREAS: 10 PSF

ROOFING AND BALLAST ALLOWANCE: 20 PSF

CONCENTRATED LOAD ON ROOF: 300 LBS

NEW ROOFTOP EQUIPMENT DEAD LOADS: NOTED ON ROOF FRAMING PLAN

(NR) INDICATES LIVE LOADS ARE NOT REDUCED. OTHERWISE DESIGN LIVE LOADS FOR SLABS, BEAMS, COLUMNS, AND

FOUNDATIONS ARE REDUCED PER BUILDING CODE SECTION 1607.

ROOF LIVE LOADS ARE INCREASED FOR SNOW DRIFT AND PONDING PER ASCE-7. WATER DEPTH ON DEFLECTED

STRUCTURE 6" MAXIMUM.

3. SNOW LOAD:

GROUND SNOW LOAD: Pg = 20 PSF SNOW EXPOSURE FACTOR: Ce = 1.0 THERMAL FACTOR: Ct = 1.2 SNOW LOAD IMPORTANCE FACTOR: Is = 1.2 FLAT ROOF SNOW LOAD: Pf = 20.2 PSF

4. WIND LOAD:

DESIGN WIND SPEED (3-SECOND GUST): Vult = 120 MPH; [Vasd = 93 MPH]

RISK CATEGORY: IV

WIND EXPOSURE: B, Kz = 0.75, Kzt = 1, Kd = 0.85 INTERNAL PRESSURE COEFFICIENT: ENCLOSED BUILDING, GCpi = +/- 0.18

ROOF HEIGHT H = 40 FT.

5. EARTHQUAKE DESIGN DATA:

RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR: Ie = 1.5 MAPPED SPECTRAL RESPONSE ACCELERATION: Ss = 0.145, S1 = 0.077

SITE CLASS: D

DESIGN SPECTRAL RESPONSE COEFFICIENT: Sds = 0.155, Sd1 = 0.123

SEISMIC DESIGN CATEGORY: C

5. THE PROJECT IS AN INTERIOR RENOVATION WITHIN THE EXISTING BUILDING. NEW STRUCTURAL WORK IS LIMITED TO ROOFTOP EQUIPMENT SUPPORTS AND DOES NOT CHANGE THE EXISTING STRUCTURAL SYSTEMS FOR GRAVITY OR LATERAL LOADS. NEW WORK AND ALTERED ELEMENTS MEET NEW CODE REQUIREMENTS. EXISTING STRUCTURE THAT IS

UNALTERED IS TO REMAIN AND IS IN ACCORDANCE WITH IBC 3404.

C. STRUCTURAL STEEL

1. ALL WORK SHALL CONFORM TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STANDARDS AND THE PROJECT

SPECIFICATIONS.

2. FABRICATOR SHALL MEET AISC CERTIFICATION STANDARD FOR STEEL BUILDING STRUCTURES PER THE PROJECT

SPECIFICATIONS.

3. MATERIAL:

a. WIDE FLANGE SHAPES: ASTM A992 (Fy 50 KSI).

b. STEEL PIPES: ASTM A53, GRADE B (Fy 35 KSI).

c. OTHER ROLLED SHAPES, PLATES AND BARS: ASTM A36 (Fy 36 KSI).

d. PLATES AND BARS NOTED GRADE 50: ASTM A572 (Fy 50 KSI).

e. BOLTS: ASTM A325, 3/4" MIN. DIA., U.N.O.

4. PROVIDE TENSION CONTROL A325-TC BOLTS OR F1852 ASSEMBLIES, OR F959 SELF INDICATING LOAD INDICATOR WASHERS

AND PRETENSION ALL BOLTS.

5. ALL WELDING MATERIALS, WELDING PROCEDURES AND OPERATORS PERFORMING WELDING TO BE QUALIFIED PER AWS D1.1.

6. CONNECTION CONFIGURATIONS INDICATED ON THE PLANS, NOTES AND DETAILS REPRESENT THE DESIGN INTENT. ITEMS SPECIFICALLY INDICATED, SUCH AS WELDS, STIFFENERS, BRACES, ETC., MUST BE PROVIDED AT MINIMUM AS SHOWN.

ADDITIONAL DESIGN AND DETAILING OF CONNECTIONS, INCLUDING CONSIDERATION OF MEMBER THICKNESS, HOLES, CUTS, COPES AND THE EFFECTS OF…

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